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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.4 LAccepted-AOC | ₹35.4 L Quoted ₹35.7 L | L1 | Accepted-AOC LOWET BIDDER |
| 2 | L2₹38.8 L+₹3.1 L (8.69%)Rejected-Finance | ₹38.8 L+₹3.1 L (8.69%) | L2 | Rejected-Finance OTHER THAN LOWEST BIDER |
| 3 | L3₹39.1 L+₹3.4 L (9.60%)Rejected-Finance | ₹39.1 L+₹3.4 L (9.60%) | L3 | Rejected-Finance OTHER THAN LOWEST BIDER |
| 4 | L4₹40.0 L+₹4.3 L (12.1%)Rejected-Finance | ₹40.0 L+₹4.3 L (12.1%) | L4 | Rejected-Finance OTHER THAN LOWEST BIDER |
| 5 | L5₹40.3 L+₹4.6 L (12.8%)Rejected-Finance | ₹40.3 L+₹4.6 L (12.8%) | L5 | Rejected-Finance OTHER THAN LOWEST BIDER |
| Sl No | Description | Qty | Unit | M/S AL ASMA ENTERPRISES L5 | M/S SUNNY ASSOCIATE L7 | BEYLIM INFRA L9 | Vinayak Distributors L8 | A K ENGINEERS AND SONS L2 | M/s M K Associates L6 | ALFA BUILDERS AND CONSTRUCTION COMPANY L3 | VIPUL CONSTRUCTION COMPANY L6 | V K LAKWAL CONSTRUCTION L1 | RAMKANYA CONSTRUCTION COMPANY L10 | TANISHQ ENTERPRISES L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in all kind of soil excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and directed. | 917.2 | Cum | 200 ₹1,83,440 | 240 ₹2,20,128 | 350 ₹3,21,020 | 250 ₹2,29,300 | 140 ₹1,28,408 | 240 ₹2,20,128 | 250 ₹2,29,300 | 240 ₹2,20,128 | 150 ₹1,37,580 | 250 ₹2,29,300 | 100 ₹91,720 Lowest |
| 2.00 | Removal of excavated material (soil) to a distance not exceeding 250 metre and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed. | 153 | Cum | 105 ₹16,065 | 120 ₹18,360 | 150 ₹22,950 | 120 ₹18,360 | 90 ₹13,770 | 110 ₹16,830 | 105 ₹16,065 | 110 ₹16,830 | 50 ₹7,650 Lowest | 150 ₹22,950 | 75 ₹11,475 |
| 3.00 | Returning, filling in (soil) including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick in any type of soil complete all as specified and directed. | 762.34 | Cum | 95 ₹72,422.3 | 100 ₹76,234 | 150 ₹1,14,351 | 100 ₹76,234 | 50 ₹38,117 | 90 ₹68,610.6 | 80 ₹60,987.2 | 90 ₹68,610.6 | 40 ₹30,493.6 Lowest | 150 ₹1,14,351 | 50 ₹38,117 |
| 4.00 | Demolition and breaking up 150mm dia in bore drain pipes (salt glazed stone ware, AC or Reinforced concrete) set in cement mortar in any description complete all as specified and directed. | 830 | Rm | 18 ₹14,940 | 15 ₹12,450 | 25 ₹20,750 | 15 ₹12,450 | 15 ₹12,450 | 15 ₹12,450 | 10 ₹8,300 Lowest | 15 ₹12,450 | 25 ₹20,750 | 40 ₹33,200 | 25 ₹20,750 |
| 5.00 | M&L for 150mm dia Sail-glazed stone ware drain pipes drain pipes laid in trenches and jointed complete all as specified and directed. | 830 | RM | 560 ₹4,64,800 | 550 ₹4,56,500 | 650 ₹5,39,500 | 600 ₹4,98,000 | 502 ₹4,16,660 | 570 ₹4,73,100 | 510 ₹4,23,300 | 570 ₹4,73,100 | 480 ₹3,98,400 | 600 ₹4,98,000 | 400 ₹3,32,000 Lowest |
| 6.00 | M&L Concrete bed to drain pipes including packing under and haunching against the sides of pipe as cradle afterr they are laid and tested in cement concrete 1:3:6 type C-2 (Nominal mix using 20mm graded crushed stone aggregate for 150 mm bore pipes complete all as specified and directed. | 1,280 | Rm | 165 ₹2,11,200 | 160 ₹2,04,800 | 200 ₹2,56,000 | 165 ₹2,11,200 | 150 ₹1,92,000 | 160 ₹2,04,800 | 150 ₹1,92,000 | 160 ₹2,04,800 | 120 ₹1,53,600 Lowest | 200 ₹2,56,000 | 150 ₹1,92,000 |
| 7.00 | Demolition and breaking up 200 mm dia in bore drain pipes (salt glazed stone ware, AC or Reinforced concrete) set in cement mortar in any description complete all as specified and directed. | 310 | Rm | 12 ₹3,720 | 15 ₹4,650 | 15 ₹4,650 | 20 ₹6,200 | 20 ₹6,200 | 15 ₹4,650 | 10 ₹3,100 Lowest | 15 ₹4,650 | 25 ₹7,750 | 30 ₹9,300 | 25 ₹7,750 |
| 8.00 | M&L for 200 mm dia Sail-glazed stone ware drain pipes drain pipes laid in trenches and jointed complete all as specified and directed. | 310 | RM | 695 ₹2,15,450 | 680 ₹2,10,800 | 750 ₹2,32,500 | 715 ₹2,21,650 | 705 ₹2,18,550 | 700 ₹2,17,000 | 650 ₹2,01,500 | 700 ₹2,17,000 | 650 ₹2,01,500 | 800 ₹2,48,000 | 500 ₹1,55,000 Lowest |
| 9.00 | M&L Concrete bed to drain pipes including packing under and haunching against the sides of pipe as cradle after they are laid and tested in cement concrete 1:3:6 type C-2 (Nominal mix using 20mm graded crushed stone aggregate for 200 mm bore pipes complete all as specified and directed. | 390 | Rm | 165 ₹64,350 | 160 ₹62,400 | 200 ₹78,000 | 165 ₹64,350 | 180 ₹70,200 | 160 ₹62,400 | 155 ₹60,450 | 160 ₹62,400 | 120 ₹46,800 Lowest | 200 ₹78,000 | 200 ₹78,000 |
| 10.00 | M&L for Cement concrete 1:3:6, type C-2 (Nominal mix) using 40 mm graded crushed stone aggregates in foundation filling and mass concrete complete all as specified and directed. | 8 | Cum | 2,400 ₹19,200 | 2,200 ₹17,600 | 2,500 ₹20,000 | 2,500 ₹20,000 | 3,000 ₹24,000 | 2,500 ₹20,000 | 2,000 ₹16,000 Lowest | 2,500 ₹20,000 | 2,000 ₹16,000 Lowest | 3,000 ₹24,000 | 2,500 ₹20,000 |
Tender Value
Refer Docs
EMD Value
₹96,000
Closing Date
10 Aug 2026, 6:00 pmClosed
GE Nasirabad
GE Nasirabad Military Engineer Services Pin 305 601 Rajasthan
SPL REPAIR TO EXISTING SEWAGE LINE BLOCK NO P-36,37,38,39,40,41,42,4344,45,46,47,48,49,55,56,57, 58,59,60,80,85,86,86,88,89,90,91 AND 92 JCOs/ OR MD ACCN IN TOWER COLONY AND SPL REPAIR OF SEWAGE LINE, SEPTIC TANK, DRAIN AND MISC WORK IN MES COLONY UN
2026_MES_762292_2
8721/E8
Open Tender
Civil Works
Item Rate
180 days
GE Nasirabad
AS per Tender Documents
6 documents required · 6 mandatory
₹500
Yes
GE NASIRABAD
₹96,000
Yes
3 Sept 2026
18 Jul 2026
12 Aug 2026
18 Jul 2026
10 Aug 2026
5 Aug 2026
18 Jul 2026 - 1 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in all kind of soil excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and directed. | 917.2 | Cum | - | - |
| 2 | Removal of excavated material (soil) to a distance not exceeding 250 metre and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed. | 153 | Cum | - | - |
| 3 | Returning, filling in (soil) including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick in any type of soil complete all as specified and directed. | 762.34 | Cum | - | - |
| 4 | Demolition and breaking up 150mm dia in bore drain pipes (salt glazed stone ware, AC or Reinforced concrete) set in cement mortar in any description complete all as specified and directed. | 830 | Rm | - | - |
| 5 | M&L for 150mm dia Sail-glazed stone ware drain pipes drain pipes laid in trenches and jointed complete all as specified and directed. | 830 | RM | - | - |
| 6 | M&L Concrete bed to drain pipes including packing under and haunching against the sides of pipe as cradle afterr they are laid and tested in cement concrete 1:3:6 type C-2 (Nominal mix using 20mm graded crushed stone aggregate for 150 mm bore pipes complete all as specified and directed. | 1,280 | Rm | - | - |
| 7 | Demolition and breaking up 200 mm dia in bore drain pipes (salt glazed stone ware, AC or Reinforced concrete) set in cement mortar in any description complete all as specified and directed. | 310 | Rm | - | - |
| 8 | M&L for 200 mm dia Sail-glazed stone ware drain pipes drain pipes laid in trenches and jointed complete all as specified and directed. | 310 | RM | - | - |
| 9 | M&L Concrete bed to drain pipes including packing under and haunching against the sides of pipe as cradle after they are laid and tested in cement concrete 1:3:6 type C-2 (Nominal mix using 20mm graded crushed stone aggregate for 200 mm bore pipes complete all as specified and directed. | 390 | Rm | - | - |
| 10 | M&L for Cement concrete 1:3:6, type C-2 (Nominal mix) using 40 mm graded crushed stone aggregates in foundation filling and mass concrete complete all as specified and directed. | 8 | Cum | - | - |
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